Triangular supporting frame back-jacking construction structure
Through the back-top construction structure of the triangular support frame, the adjustable vertical poles and tightening parts are used to form the overall support frame, which solves the problems of high rental costs and difficult garbage cleaning in the traditional rear-pouring support method, and improves construction efficiency and passability , reducing engineering costs.
Patent Information
- Application Number
- CN202421075348.2
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-05-16
- Publication Date
- 2025-01-17
- Estimated Expiration
- Not applicable · inactive patent
AI Technical Summary
The traditional rear casting tape support method results in high rental cost of supporting mold frames and difficult to clean up garbage, affecting construction efficiency and passability.
The triangular support frame back-top construction structure is adopted, including vertical poles with adjustable heights, clasping parts and support members to form an integral support frame body. The support frame can be detached and adjusted, and is suitable for building structures of different floor heights.
It improves the turnoverability and passability of the post-pouring strip formwork, reduces construction costs, reduces the rental costs of the formwork and frames, and avoids garbage accumulation.
Smart Images

Figure CN222362765U_ABST
Abstract
Description
Technical Field
[0001] The utility model relates to the technical field of post-casting strip support, in particular to a triangular support frame top-return construction structure. Background Art
[0002] The post-cast strip is a temporary construction joint artificially set up during the construction of cast-in-place reinforced concrete structures to overcome the harmful effects of temperature shrinkage and main structure settlement. It is one of the more effective methods for taking anti-cracking measures during the structural construction stage. The traditional post-cast strip support method is to retain the bottom formwork and formwork frame at the post-cast strip, and remove the support frame and formwork at other parts. The design retention time specified for the post-cast strip is relatively long, which is likely to increase the rental cost of the formwork frame and make it difficult to clean up a large amount of garbage in the bottom formwork of the post-cast strip. Utility Model Content
[0003] The utility model provides a triangular support frame top-returning construction structure, which is used during the setting of the post-casting strip, effectively improving the turnover of the post-casting strip template steel pipe frame, avoiding garbage accumulation in the post-casting strip, and improving the smoothness of the post-casting strip.
[0004] In order to achieve the above-mentioned purpose, the technical solution adopted by the utility model is: a triangular support frame top-return construction structure, including a triangular support frame body, the triangular support frame body includes three vertical poles with adjustable heights, a clamping member and a supporting member, the clamping member is arranged in the middle and / or lower part of the triangular support frame body, so that the three vertical poles form a whole, the supporting member is a circular plate surrounded by three pads, which are respectively arranged at both ends of the triangular support frame body, the upper circular plate supports the top building structure, and the lower circular plate supports the ground panel.
[0005] Preferably, the triangle is an equilateral triangle.
[0006] Preferably, the vertical pole comprises an outer tube and an inner tube which fit together, an outer thread is arranged on the upper part of the outer tube, an adjustment handle is arranged at the outer thread, and opposite fixing holes corresponding to the waist-shaped holes are arranged at intervals on the inner tube, and movable G-shaped hooks are arranged in the waist-shaped holes and the round holes.
[0007] Preferably, the clamping member comprises a pull rod and a steel ring, the inner ring of the steel ring is of a size that matches the vertical pole, and the pull rod is arranged between adjacent steel rings.
[0008] Preferably, the steel sleeve ring is formed by two arc-shaped clamping plates, and an inner ring matching the size of the vertical pole is formed between the arc-shaped clamping plates, which can be suitable for vertical poles of different diameters. Fastening bolts are arranged between the arc-shaped clamping plates, and one of the arc-shaped clamping plates is provided with a pin shaft hole connected to the pull rod.
[0009] Preferably, the adjustment handle comprises a handle and a locking buckle, and the handle is connected to the open end of the locking buckle via a thread.
[0010] Preferably, the building structure is any one of a beam, a top slab with a clear span greater than or equal to 8m, and a corner of a post-cast strip.
[0011] Preferably, the triangular support frame top-return construction structure also includes support rods on both sides, and a cross bar is arranged between the support rods and the support frame and fixed by steel bar binding.
[0012] Beneficial effects:
[0013] The utility model adopts the above technical scheme. The triangular support frame adopts three independently adjustable vertical poles fixed on the upper and lower pads through clamping parts to form a whole. The components of the triangular support frame can be disassembled and used in other projects, which reduces the cost of engineering construction. The triangular support frame has adjustable telescopic joints to meet the needs of different floor heights and has universal applicability. The triangular support frame uses less frame and formwork, and has little obstruction to the passage of the post-casting strip, does not affect the construction of other subsequent processes, saves the rental cost of the frame, formwork, primary and secondary ribs, and improves turnover. BRIEF DESCRIPTION OF THE DRAWINGS
[0014] In order to more clearly illustrate the implementation mode of the utility model and the beneficial effects of the utility model, the drawings required for use in the implementation mode or the prior art description will be briefly introduced below. Obviously, the drawings in the following description are only some implementation modes of the utility model. For ordinary technicians in this field, other structures can be obtained based on the structures shown in these drawings without paying creative work.
[0015] Figure 1 This is a schematic diagram of the structure of the triangular support frame of the utility model;
[0016] Figure 2 for Figure 1 Schematic diagram of the structure of the upper and lower circular plates;
[0017] Figure 3 for Figure 1 Schematic diagram of the structure of the middle G-type hook and the adjustment handle;
[0018] Figure 4 This is a structural schematic diagram of another clamping member of the utility model;
[0019] Figure 5 It is a construction schematic diagram of an embodiment.
[0020] Explanation of the numbers in the figures: vertical pole-1, round plate-2, outer tube-3, inner tube-4, adjustment handle-5, fixing hole-6, G-type hook-7, pull rod-8, steel collar-9, beam-11, support rod-12, cross bar-13, arc-shaped splint-14, square steel-15, floor-16, handle-17, locking buckle-18. DETAILED DESCRIPTION
[0021] Specific embodiments of the utility model:
[0022] Embodiment 1
[0023] See also Figure 1 , Figure 2 , Figure 3 The first embodiment of the present invention is a triangular support frame top-return construction structure. In this embodiment, it includes a triangular support frame body, and the triangular support frame body includes three vertical poles 1 with adjustable heights, a clamping member and a supporting member. The clamping member in this embodiment is arranged in the middle of the triangular support frame body to make the three vertical poles form a whole. The supporting member is a circular plate 2 formed by three pads, which are respectively arranged at both ends of the triangular support frame body. The encirclement can be achieved by a tongue-and-groove manner, and holes are opened on the pads so that the enclosed parts can be fixed to the floor. The upper circular plate supports the top building structure, and the lower circular plate supports the floor.
[0024] The triangle in this embodiment is an equilateral triangle.
[0025] The upright pole in this embodiment includes an outer tube 3 and an inner tube 4 which fit together. An external thread is arranged on the upper part of the outer tube, and an adjustment handle 5 is arranged at the external thread. Intersecting fixing holes 6 corresponding to the waist-shaped holes are arranged on the inner tube at intervals, and movable G-shaped hooks 7 are arranged in the waist-shaped holes and the round holes.
[0026] In this embodiment, the clamping member includes a pull rod 8 and a steel collar 9. The inner ring of the steel collar is sized to match the vertical pole, and the pull rod is arranged between adjacent steel collars.
[0027] The adjustment handle in this embodiment includes a handle 17 and a locking buckle 18, and the handle is connected to the open end of the locking buckle through a thread.
[0028] In this embodiment, the building structure is a beam 11 .
[0029] The triangular support frame top-return construction structure described in this embodiment also includes support rods 12 on both sides. A cross bar 13 is arranged between the support rods and the support frame and is fixed by steel bars.
[0030] Embodiment 2
[0031] The general structure of the second embodiment is the same as that of the first embodiment, except that the structure of the clamping member is different. Figure 4 In this embodiment, the steel sleeve ring is formed by two arc-shaped clamping plates 14, and an inner ring matching the size of the vertical pole is formed between the arc-shaped clamping plates, which can be suitable for vertical poles of different pipe diameters. Fastening bolts are arranged between the arc-shaped clamping plates, and one of the arc-shaped clamping plates is provided with a pin shaft hole connected to the square steel 15.
[0032] The working process of the second embodiment of the utility model is as follows:
[0033] See also Figure 5 , on-site workers position the on-site triangular support frame according to the layout diagram of the adjustable height poles of the post-casting strip, and the spacing between the adjustable height poles is no more than 4m, and support frames are set at the bottom of the beams; three independent adjustable height poles are arranged in a regular triangle with a spacing of 300mm. Circular steel plates are set at the top and bottom of the adjustable height poles as pads, which have the functions of supporting the wooden squares of the upper formwork and supporting the floor 16 at the bottom; the height of the triangular support frame is adjusted according to factors such as the indoor floor height and the height and thickness of the beams, and the adjustment handle on the adjustable height pole is used to push the steel plate to the bottom of the top plate formwork, and the G-type hook of the adjustable height pole is inserted into the fixing hole of the inner tube to stabilize the height; after the support rods and cross bars consisting of the formwork frame, triangular support frame and formwork are reinforced, and the steel bars are tied, the concrete is poured after acceptance.
[0034] In this embodiment, through the above-mentioned construction structure, the post-cast strip can be supported by a rotatable triangular support frame, which consumes less construction frame and is easy to operate. Compared with the steel pipes, wooden beams and formworks of the traditional post-cast strip steel pipe formwork frame, it saves the rental and loss costs of circulating materials such as steel pipe fasteners, wooden beams and formworks, thereby reducing the construction cost. The triangular support frame can be prefabricated in the factory to avoid waste and pollution caused by on-site processing, which is energy-saving and environmentally friendly.
[0035] The above are only preferred embodiments of the present invention, and are not intended to limit the patent scope of the present invention. Any equivalent structure or equivalent process transformation made using the contents of the specification and drawings of the present invention, or directly or indirectly applied in other related technical fields, are also included in the patent protection scope of the present invention.
Claims
1. A triangular support frame top-return construction structure, characterized in that: It includes a triangular support frame, which includes three vertical poles with adjustable heights, a clamping member and a supporting member. The clamping member is arranged in the middle and / or lower part of the triangular support frame to make the three vertical poles form a whole. The supporting member is a circular plate surrounded by three pads and is respectively arranged at both ends of the triangular support frame, with the upper circular plate supporting the building structure and the lower circular plate supporting the ground panel.
2. The triangular support frame top-return construction structure according to claim 1 is characterized in that: The triangle is an equilateral triangle.
3. The triangular support frame top-return construction structure according to claim 1 is characterized in that: The vertical pole comprises an outer tube and an inner tube which fit together. An outer thread is arranged on the upper part of the outer tube, and an adjustment handle is arranged at the outer thread. The inner tube is provided with opposite fixing holes corresponding to the waist-shaped holes at intervals, and movable G-shaped hooks are arranged in the waist-shaped holes and the round holes.
4. The triangular support frame top-return construction structure according to claim 1 is characterized in that: The clamping member comprises a pull rod and a steel collar. The inner ring of the steel collar is matched with the vertical pole in size, and the pull rod is arranged between adjacent steel collars.
5. The triangular support frame top-return construction structure according to claim 4 is characterized in that: The steel sleeve ring is formed by two arc-shaped clamping plates, an inner ring matching the size of the vertical pole is formed between the arc-shaped clamping plates, fastening bolts are arranged between the arc-shaped clamping plates, and one of the arc-shaped clamping plates is provided with a pin shaft hole connected with the pull rod.
6. The triangular support frame top-return construction structure according to claim 3 is characterized in that: The adjustment handle comprises a handle and a locking buckle, and the handle is connected to the opening end of the locking buckle through a thread.
7. The triangular support frame top-return construction structure according to claim 6 is characterized in that: The building structure is any one of a beam, a top slab with a clear span greater than or equal to 8m, and a corner of a post-cast strip.
8. The triangular support frame top-return construction structure according to claim 7 is characterized in that: The triangular support frame top-return construction structure also includes support rods on both sides, and cross bars are arranged between the support rods and the support frame and are fixed by steel bar binding.